scispace - formally typeset
Journal ArticleDOI

Experimental study on the effect of water gushing on loess metro tunnel

Reads0
Chats0
TLDR
Wang et al. as discussed by the authors investigated the damage of metro tunnel caused by collapsible loess under the action of local dynamic water (gushing water) and concluded that the formation of water transport channel is the main reason for the difference of tunnel structural response when water gushing occurs at different locations.
Abstract
In the construction of metro tunnels, water gushing accidents caused by the rupture of underground pipeline often occur, and in loess area, the collapsibility of loess makes this problem more complex and difficult. To investigate the damage of metro tunnel caused by collapsible loess under the action of local dynamic water (gushing water), a model experiment was conducted based on the pipeline water gushing accident happened in the construction of metro tunnel located in loess area. Through the study of similar materials of loess and tunnel lining, the test materials and apparatus were prepared according to similarity criterion. By simulating water gushing environment in the loess stratum, this paper analyzed mechanical characteristics of tunnel (water pressure of surrounding rock, contact pressure and internal force of tunnel lining) and deformation of surrounding rock and tunnel. Furthermore, combining with the process of local collapse of loess in the model experiment, it is concluded that the formation of water transport channel is the main reason for the difference of tunnel structural response when water gushing occurs at different locations. Finally, a three-dimensional spatial model of water transport channel in loess stratum under the environment of local water gushing was established to study the rule of water transport.

read more

Citations
More filters
Journal ArticleDOI

An analytical design method for ductile support structures in squeezing tunnels

TL;DR: In this paper, an analytical design method for ductile tunnel linings is performed and an analytical prediction for the behavior of ductile tunnelling is provided, based on the principle of equivalent deformation of shotcrete linings with yielding elements.
Journal ArticleDOI

Review of Application and Innovation of Geotextiles in Geotechnical Engineering.

TL;DR: In this article, the composition and function of geotextiles in geotechnical engineering are reviewed based on literatures including the most recent data, with emphasis on green geote-xtiles, intelligent geotextextex, and high-performance geoteXtiles.
Journal ArticleDOI

Failure behavior investigation of loess metro tunnel under local-high-pressure water environment

TL;DR: Wang et al. as mentioned in this paper designed model tests according to the different water source positions and tunnel lining forms to study the collapsibility of loess and the failure behavior of metro tunnel under high-pressure water environment.
Journal ArticleDOI

Rock-like behavior of biocemented sand treated under non-sterile environment and various treatment conditions

TL;DR: In this article, a series of experiments were conducted using poorly graded Narmada River (India) sand, which were subjected to various biotreatment schemes and tested for unconfined compressive strength (UCS), split tensile strength (STS), ultrasonic pulse velocity (UPV), and calcite content.
Journal ArticleDOI

Automatic Monitoring System in Underground Engineering Construction: Review and Prospect

TL;DR: This paper summarizes the current international research and application status of the underground engineering monitoring system from three aspects of data acquisition, data transmission, and data processing and emphatically introduces the mainstream new technology of the monitoring system.
References
More filters
Journal ArticleDOI

Geological hazards in loess terrain, with particular reference to the loess regions of China

TL;DR: Li et al. as discussed by the authors have shown that vertical jointing in dry loess can sustain nearly vertical slopes, being perennially under-saturated, but when locally saturated, it disaggregates instantaneously.
Journal ArticleDOI

Influence of structure on shear characteristics of the unsaturated loess in Lanzhou, China

TL;DR: In this paper, the influence of structure on shear characteristics of unsaturated loess in Lanzhou city of China was investigated with comparison of variation of shear strength and its parameters between six pairs of the undisturbed and remolded samples.
Journal ArticleDOI

Controlling factors of loess landslides in western China

TL;DR: Based on detailed field data from recent geo-hazards surveys in the Loess Plateau region of western China, the authors analyzes the key factors that control loess landslides.
Journal ArticleDOI

Leaking behavior of shield tunnels under the Huangpu River of Shanghai with induced hazards

TL;DR: The highway tunnels under the Huangpu River of Shanghai are constructed at a maximum depth up to 45m, within the artesian aquifer as discussed by the authors, and the recently constructed tunnels have leaked less than 0.1 L/m2/day.
Related Papers (5)